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HomeMy WebLinkAboutProduct Approval - Storm PanelsFlorida Ruildirig, Code Page I of.3 hot To ICS: i SOM!tsur�dhvirge, Stals & Facts P01katiorm te Ka �tlons pc�k�j 1. , P� ,Links i SO(Ch Amlicaton Lig ! Application Detill Comrfients Archived Product IV16nffact0er Adqress/PhonejEmall- Authorized! Signatti i. Technical Representative Address/Phone/Email Qdality.'Assu,raince RppreWtative Add ress/Morte/Emali I .Category. Supd#eggry CompliancecMefhod Florida Enginebr'or Architect.Name who developed the.EvaluStion,Repok 0 FI n. da;Llcense Quality Assurance EntitV Quality Assurance.6ntract Expiration Date, Valiclated,gy Cettifitate of Independence Referenced Standard -and' Year (of,;Standard) FL12856-RS Revision '20i4, Approved' Town and Country -Industries, 406.West McNab Road Ft. Lauddrd6i6, k33309 (954)'493-855i toIIrIj@tc=alum.cbm Frank-,Bennardo frank@engexp.com Thomas B. Johnston 400'westMcNab Rd. Ft; Lauderdale, EL 33309 (9!�4'j 670-9§9§ toinj�- *-alum.c6m 'Shuttprs Storm Panels Evaluation Report from 6 Florida Registered Architect ona Licensed FlbHda Professional,Englneer I Evaldatloq Report - Hardcopy Recejved Frank 1. Sennardo, PE70046549 I Na ,t'q;ja[ Accreditation and IV16nageMeant Institdte ORLANDO L. BLANCq,,PX, Valldatl6h Checklist - Ha.rdcopyRogeived R-12856 RS C01 1,_Jqgi 'FL11656 j3j,�C0l_jhdWL3,pdf F1.12856' R5,COT Inde64.bd' FLI.2856 RS CV. Indgn-pdf SUndorA Year ASTM E,1886 2002 ASTM.EI996. 2002 ASTWEI996 2,012: A5-rM..E33Q .2002 TAS 201 TAS: 261, 994 ifCcopy TAS;203 —�494--- .--- —1- https://www:floridabuildin _9 org/py/px 4ppdtl.aspx`TpEir..a=—wGEVXQwt]),qyEmlfWvl4b... 7/2772015 -_ Florida Building Code Onlifte Equiv_alepce.bf Produi Ceitifted By .Sections ProductApproval �.DateSUtimibted Datd-Validated jQpte: Pending Fi3t. Date-Aporq4ed Florida Liqensed Professional Enginder, or Architect ft F? 56 RS 1�qL'yv R-(luiv2,pd pi"12856 Rs- EnOW .E&JW'3.ridf. F1 12856 R5 FL12 , 856 R5 lnuW Eauiv;odf Method I Optioh,D 6412812015: 04/29/.Z018: 05/0412015 66/?2 2015 rage 1pf 3 Fl- �Iom �b4eeor Name Des6rip on 12856.t num'Starm Panel 0. 050' Aluminum Storiyi!Pan6l with, Optloria6Cl6ar Panels Limits of Use installation Inskructions. Approved for use In H'VHZ,. No. FO,285CRS 41 6W66cif Approved for use outside HVHZ- Yes Veeifibd BiV,' Frank L. Bernardo; P.E.' PE0046549 'a Resistant ., es , Created by Party: Yes Design Pressure: `N/A' Evaluation Reports bither, Sh 'meet�.req"Oireti�ents.foe'�Wirid Zone 41' and er 's FLiLZ�,56 R!j Fval.n Missilo 111*0-10-defined in i�M. E1996....,'S,ee installation treatbid'by-Ind6perident Third PArty:'Yes; s , Pressure Ratings by size, S O�t i rs Design, dd use zittl-no ns6MV6n instructions. a jtion.� 516.2�'Safety.Edge"Storm 12856.2. Panels `Safety;Edge" Storm Panels; 28ga (0.018-1)'St.061, 6.022' Alum (Perfand Non-Pdrf),Cleair Pol3,cirb.. (Full and Half) Limits Of Use; installation Iiistrucillions Approved for use,in WkNo . '& FL125,15 R 11 - D " W (I ?�'p d f A pp. royeli'for,.0 S' 8 outside HVHZ, Yes Verified By -,Frank L. Benbarftk .P.E. PE0046549 Impa kdsistanit:'Yg Created by inclenendenteThird Partv:'Yes, Design lir4ssu're": +541-54 Evaluation Reports Other. Nisproddu is.riot valid ,f& use Within the HVfiZ., 2.pdt' See Evaluation l�eOort and: engineering drawing for Created by Tridependent , Third Party:, Yes additional llmitatiolns and conditions or use. ---------- 12856.3. 24ga Steel Storm Panel [244a (0.0232') Steel:Stoim,'Pariel With. Op Obnal Glear.PaneiS, z,approiied:foi use in'"VHZ' No ItLllBri Rh 11 'DwQ 3•p Approved foutisia outside HVHZ* Yes verified .'By:.,rrank L. Bernardo, 0.E-PlEbO46549' lin,piitct Resistant: Yes Created bV,:ihde'o�e�id�6n"tThird ,Party: Yes Design PrOissiand- -kibb)L'ibb Evaluation ,F Reports 'F 'C�Oin esp uct'is'n6t 'valid for use within the, This i6d S AF )—d 2��5§ R vaL21 Wirld2dne 4. S . ee 6al4ati8h Report and engineering Ct6ated by independent Third Party: •Yes drawing for-additiolnalolimitatibns and conditions of use. 12856.4, Aluminum Hinged St6imi Panel 650AiuMippmNqn=Porouq Hinged Storm Panel Limits of Use i Approved for use in HvHi- Yes., - .Ap 1 0 . i I ov6d1d . r .. u . se ou . ts . I& B, . HMZ Yes Verffied:By- Frank L-Bennardo, P.E.,PE0046549 '1qvpact'.Resii63ni:`Ye�s1-' Creat6d.'[� fridepel1dent'lihird'Party: Yes Pressure: �N/A . DesignOther Evaluation Repo'rt's ,Shutter meets requir.ements,f or ."Wind Zone 11" and FL,1285f) RS'AE defined I AS* See installation ' .. s Q Created by Independent Third Party: Yeb F. 7-- F. 7-- p'-ptak U5 . +'40 -North-Mn*'Street Tallahassee FL 32399.Phone: 050--A&7-A8 '-Ma'State &.Mdnda'1S'at AAIEEderniPky&., cool fight 1-07--2013,5take of Florida ::.kL-vAoL5-t.@-Wnmnt ACCes ity Sttm-entl : Refund StatgnVn ppciii'Flor4a iaw, eniaifaddresses are pubk re6rd1s. if'you.do not want your e�vnall addreSS MfeBSed in nespom.boa pub1K-.racoraxeC*St, do not send PjKxronic frail to ti4is 6tity. Insbmd, Contact the office by, , iphpfie or by tiifto rail.lf y6u�bav4 any queopns,'please contact 850.487.A395. -Pursuaol; to https-/Iw,ww.fli),rida7juilditig.,org(pr/pr,_.4ppjtl.,ispx,,?pararA=w.GF,V-XQ,wtDq,VEMlfWvK4b.-.. 7/2-W20.15 EDG"E", & POLYCARB PTO 280,(0,01V) STEEL:&.0..1:0.0" POLYCARB 0.018'C,ALV STEEL.-PERFORATIOR5. y, y, '(OPTIONAL)• PERFOFiAT10NS SAFETY EDGE: p," �. 2 (OPTIONAL) P,, N Cep ayI` vim. .1.125 (1/4'TYP)' 1 a°j 9 1 S GE :..: E.'Y`"� N `, •., f-1.25•� y v. FYI s`y �.�1' 25" 1 il/ Vj _. - 12"-C:OVENAGE:. 6 COVERAGE. 0:373'. 23�5's TOTAL WIDTH STEEL STORM PANEL PROFILESTEEL HALF-PAiNEL PROFILE:,_ s pS d CARBONATE 1.216V fV - W TOTAL WIDTH . PO I YGARB STORM PANEL_ PROFILE 4'..1'•O? .. SE•CRON w1oTli:uNuMrrso . - TOPMOUNT MOUNTING (CONN AS.REQ'o) SECTIONS cl a t; 0 L BOTTOM' trnta:a ncru --- l%' i• TYPICAL ELEVATION Nt.S, v 3/I61 ��. q�' om .A .A OPTIONAL AN 2• PERFOAATI�NS� Pmws 1,% 3 1•0" -EIN, tir<E 2° I 0.100"'FOE.K- i CARBONATE (3a:010") Q,754 � 6 25",COVERAGE. 6.413" TOTAL LlIDT8 P RB.HALF-PANEL PROFILE 4" a 1-0" _.._ -' .SECRON "0 g75" 3. KEYHOLE PUNCH. 1 6' = 1'-0 EaV tilOR5" MIN r 114-20 x 3/4" S.5 STUDS THICKNESS al SPACEDATi - 0 5Llb'. I2":D.C. UPTO'45P5F $ --W O,C. UP.TO'54 PSF H i L0:080"TYP O5/8° �TUD©ED ANGU 2 6• V-0' Ir i D.IY5•lYP' ALUMINUM jCLOSURE 4. .4•"n.1._0" o.ow--I a. —r 6 9V 3s• AMC F FANAC3 A11CY G.iS' ALLSi¢'0.15' WASHERED WIDE BASE' WING NUT WASHERED WING NUT USED if? FOR COVERAGE BE GGSZ46 ALUMINUM ALLOYp UNLESS tNENTLY LABE:ED'.WITH A MINIMUM:OF. MIAMI, SPAN SCHEDULE )44 28aa (0018°1-GALV STEEL PANELS' t MAX WADI t54.0psi MAX SPAN: 9'-2° (ALL MOUNTING CONomollS) 'MINSPANS:' 26", (DIRECTMOUNT _0&BOWL) `Y6" (ALIOTHERCONDIIoNS) 0.200 CIEAR.POI.YGLRB FULL. ALP*MNUCSc MAX LOAD - 54,0 psf MAXSPAN 9'72' (ALLMOUNrING CONDITIONS) 'MIN SPANS, 24:' (DIRECiMOUNTTOP.&BOTTOM) 1v ;(ALL6(HERCONDITIONS)' GLASS. SEVMATION SCHEDULE` (REQUIRED ONLY IN ESSENTIAL FACILITIES), 28,0 0.01W)GALV STEEL PANELS s MIN.'GLASS 5EPARATION'FOR 'INSTALLATIONS AT OR BELOW 30' ABOVE,ORADE: 5.375° • MIN, GLASS SEPARATION FOR INSTALLATIONS GREATER THAN' 30` ABOVE GRADE::$.375" 0 100":CLEAR POLYGARB FULL -/I W PANELS MIN, GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30 ABOVE GRADE: 7.350" • .MIN. GIA.SSSEPARATION FORINSTALLATIONS- GREATERTNAN 30'ASOVE GRADE: 5.375" 4 COMER.CLOSURE .2 NT.S: PLAN VIEW GLASS SEPARATION SCHEDULE NOTES.. 1;. GLASS SEPARATION SCHEDULE PROVIDES,MINIM1IUM SEPARATION, 'DISTANCE REQUIRED. BETWEEN EXTERIOR FACE OF.GLAZING (OR OTHEWMODU'V I'' ,BEING PROTECTED) AND INTERIOR. FACE OF INSTALLED' STORIA'PANEL.. 2.'SEPARATION DISTANCE PER ITIIS ,SCHEDULEIS'REQUIREWF,OR USE WITH POSTTIVr LeAOS ONLY. 3: SEPARATION FROM GLASS IS REQUIRED,ONLYVIHW INSTALLED WITHIN ESSENTIAL FACILITIES. BUILD -OUT MOUNT CLOSURE 3 '1;+0' PIAN:VIEW. 0 16 ANCHOR SCHEDULE, (SXUD ANGLE ATTACHMENT) ANCHOR SCHEDULE (DIRECT MOUNTS `'°`'��"� y �;8, LOAD Oms ;Spann fipa05 Spans Up To -Up To UOTa up To ANCH6R �',,-._ (Paf) S,•0.' 'b-B Y,.,j" 9-2`!:Spans/. 7f4"IT4Y S.S. TAPCONWI 33. 160 ;IfiO 160"- 160 - -� Y314" EMfiED, 1-i/4'.EDGE 36 Sb 0 ,16 0" i6 D"-' 260" bIST. (}192p51 MIN CONC) _ '47 160 160 160"- 160': +���. 1��y. i 54 360' Y00 a60 1b0' ra •4ja 1/4''EiCD UL-iwm 1-3f4' � 33 166 �360 160"{ 160' EMBED 1 M(N: EC7GE D[ST 3B 14 0'.' i6 0 16 0' I60" ! {2946y I k[N COHLy _ _ r 47 Ifi 0' 160 160 360.` sa Y6o" .;i6o SfiD, Y6d" ANCHOR. NOTES: Sf4"ALCPO[NTSSOL[b-SEL 33 160 160 i6D" 160'�y 1)'ELCOPANELMAT-"e1NCIlOR5MdY8E�ELCOFEMktE ANCHOR. z 7/6' EMBED 8 98 Ib W 16 0 16 0" 16.0".. .PANELMATE OR ELCO PANELMATE PLUS,: ASILLUMATED, Min. 01 1-(f4f MIN EDGE OISi {3p00psr MIN NMLy 47 16 0.' ;16 O lb 0' 16.0'� 2)'`ENSURt MINIMUM 2°_EDGE DISfANCE'FOR ANCHORS.; m 16 7O CONCRETE &TD HOLLOW BLOCK; U:N.O. EDGE, 54 S60 -160 159i5§MIN$ 'J .Y6 D" 16.0'... ....._. __._.PISTANGE.OF3J4 1S ACCEPTABLE FOR ANCHORS TO - .....:.... 11114"iAII,LEidNMkt?LVAST...... ,.93E 16A 1c'w-K DISTA .. O"_' .......... W.34 EMBFD NUT. - '". _.`.. . EDGE.DISi' {327 _psi M(N �M38- 160. 160 160 16�0 3)'.MItHMUM EMBEDMEtfI,SNALL BE A5 NOTED IN _ U + CONC) -,._41 Y6a^.160 ib0 16a,• ANC`HOR'SCHEDULE MINIMUMEMBEDMENT AND ED.GE - '" DISTANCE EXCLUDES STUCCO) FOAM; BRICK, AND'OTHER, 54 Y6d (&0 l60' 160 - ri _ WAITFINISHES. . 5yarti -sparss Spans~ 5psa3;. ANCHORS"SHALLBF. INSTALLEDIN ACCORDANCE; G LOAD u To 'UDTa Up To UPT.:. WT{H MANUFACTURERS'`RECPMMENDATIONS, a S�.ANCHOR LtpsU 6�0�• 6'8 7G"ALLCONCRETE'ANCHORS;SPECIFIED'HEREIN SHALL. 1/4" ITYf 5S.7APMN W!- ( 33 , 2..5" i(9" Sa.G': - 7.9„ BC INSTALLED TO NON -CRACKED CONCRETE ONLY;ALL u1 1-if49 Ea18Eb, 9`- MIN EDGE"-' aLOCK SUBSTRATES:SHALL BE'ASTM C-QD MINItdUM. w40"k 38 326" 103 92" 6.9" - 015T. b) iYHERE E1(ISTINGSTRUCTURE IS IYCDD FRAMING, C-Cs FI "47 102' 84 74" 5.6 EXISTINGGOND['FI0119*.AYVARY,FIELPVERIEI'THAT p % `4 �" 54 B 9" 7 3 65 4.8 FASTENERS'ARE-1NT0 ADEQUATE WOOp FRAt'( hG N c' -^- - MEMBERS, NOT.ALYWOOD.. ;3 ifA" ELCO utTRACON W1. T 33. 16.0" i4 0 13.1" IIA", C _ �i i 7)Y/HERE ANCI40R5 FAST£N'f'0 NARROW FACE, OF M -:( 3,U4' EMBED, 1°:FFDJ. EDGE '--"-'t DIST. 38 16,0" 13 S (2 2. 9 G' STUD FRAMING,. ANCHOR SMALL BE LOCATED IN CENTER qqM`' m97 1a.3" 11 T 10 4` 7 d" OF NOMINAL 2x4 (MIN) YJOOD.5fU0 (t.e, 3f4 EDGE u$( B ` 54 12,4" ^3p 2 9 Y"' 6:8"- DISTANCE -IS ACCEPTABLE FOR ANCHORS !Tb Y100Ij� ar, 3 - FRAMING): WOOD STJD SHALL BE SOOTHERi4 PINE"12.0 1/4"-ALL POINTS SOLID -SET 33 .O" Y¢D" 16i0" 160' c_ W- G�0,42 OR GREATER DENSITY; UNLESS OTHERWISE.. 'K.,. A MIN. EDGE DIST. BEO 1 .36E Ys 0' , 16 0 16 0" .1G p' NOTED. O. MIN. t•3KiE.DlST. IMMMRRa 1t z .47 1¢A • 16 0 16 0" 15 9" 8) ANCHOR SCHEDULE APPLIES FOR ALL PROOUETS ' 54. 160 J5.1 54.7" 13 9" 'CERTIFIED HEREIN, BUT.ONLY PROVIOES'MAXIMUM. ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE 53eI 114?;MIiIENtUM MttLFAST 33 1601 14 9 14A Y3.3 SPANS AND PRESSURES INDICATED IN,SPAN SCHEDULE " W/]•114 EMBED; Pam 99% ifi0 "SA2 Ss3' I16: `SHALL APPLY.. - EDGE DIST. -"- , g} h1ACHIN£ SCREWS SHALL HAVE MIFUMUM Or 1/21° " .47 16 D _73_3 ' ]2:0" 9.4' ENGAG£ME OF THREADS IN BASE ANCHOR AND MAY 54 1a 9 , 32.2 10:9" 8.1" HAVE EITI4ER A PA14 HEAD,:TRUSS HEAD; OR;WAFER HEAD(°SIDEWACK SOLT").U.N:O. rr LOAD Spare SPar�, Span:r Spars s ANCHOR" UP Ta .UP To 74 - UP T4 iPstJ S O 6, 8 7 6' p 2° " M 114" ITW S.S. TAPCON OR 33 i6 0 YS T 15 5^•' 15 2 . #14WOOD SCREWX2 3U 1R0 844 143" 132" q $' Et56E0 b7_ 16 0 ,13 9 12.B" SO 7'_ �sp� ff ggd yy4gg o ( 4 16.0" 193 12.0. 93 $LI8 S� •,p 99e; 1/4y. LAG:SCREW.x 2" -; 33 ib.D" 15B a THREADEMBEO E 38 160 (50 ms- }£MBEDJ i Y ,, +y .47 1G 0 -13 9 12 9 - k8.9" 54 160 �134 12.1 _ 95"ANCHOR Spans Spans Spans Span Spans a�.. } a ANCHOR Up To: Up 7a. Up _ Up TO U TO ' 5 =0'_ ,¢'8 .T-6" 8 Ca':1=frFWR.L80lY=Pk 1/4" ITW S S: TAPCON OR 33 16.0 36 0 36 0 16 0 i6:0 15-2337 x� M ULTRACON1i 2• ENEUD. ' 38 16,0" 15 9 15.'P' IS 8" 15.8" BC B �. p'AOpiGl:BIVSZONl. - ,v 47 S6N 147 141 134 28" uW 54 151 135 127 119 iIx ENT 1/4 LAG SCREW x.2 �47 16.0 15 7 15 6 is q 35 7 ar Oo q EMBEDMENT ifi 0" ,14 9 1rs 4 4" 13 S' 33 tl N . }EMBED i6 013 9 12 9" 11 8 10 8" 16.0" I3.3" 12.0" Y0.7" 9•, s�. ANCHOR' {pst) Up 7o 5.�0." Up To.: 6 8 ...7 Up Tn 1f4 PAREWATE (PLUS OR FEMALE} % 1=3f4" EMBED -(3350ps1 MIN CONCj 33 12,0" 12.0"� 120" 12.0"� 12:0' 12 0 45. 120" i20" -Y20 Sd 60 . 60 6d', $: f/4 TTW BAHMYS SSG W3TFJ 1 3f4':.EMBED ,(3295psI MIN CONC} 33 12:U`' I? 0 :f2 0" 12 0 38 120" 12 0 �Y2 0 qr l2,ON 20". 120 120". 54 6-0" 60" 60 604 - ..... }/4 ALL PDINT556LI0.5'cI AtB'}1OR%7/B' FMBFD & 1.214° EDGE DIST (30DOpsi MINClHtO)... ._.... 33 12I7 120 120^ d 12 D , 32 0 12.f1" 45 12.0'�„120 12:0". ;LOAD Spans UpYo Spanrs' up Ta Spans Up to SpOh9, UpTa, ;f(d' PANELMATE (PLUS.OR 33 FEMALE)%,1-3(4"EMBED {3350pB) MIN.CONC}' 3gY2.0,'. 45 12.0" 12.0" 32.0 Sa Bx c BO +� .�� i/4• ITW `SAMMY555C WITH: f 33 12;0" X2 0 12 g 12 0' ' 38 12.0'+ i?6 -I20 f2:0"_ om 45 12.0" 120' �d20 " 720" � 54 60" 6 0 6 0 6.0"". _ (l.4 ALL POINTS SOtiD SET' 33 12 0" 12 0 12 p^ AR'CHOR x 7!B"EMBED ,2", M1tJ EDG? DIST, 38 12 0'.' 1Z 0' ,12 0 45 320° 120°Y20 � Spans Ila '- LOAD Spans UpTa Span3, Up To pan. S.", UpTa �Up Tp ANCHOR" {psf} x '3f4 OANELthATE (PLLS.OR 33 12 6`± 12.07. 1'A 0 120" 38 Y20":. 120' 12-Ew FEMALE)x>3-1J4"EMBED . 45 120" 12a 1zo 1zo " a4 6.0:� 60". 60 Z 64 .: :Sfd" 18-8 STAINLESS STEEL: 33 32 O" 12 0 12.0" 12 G Ow HANGER BOLT x 2" EMBEJI 3B 12 0 12 0 12 0 32 0 N }�£MBEP.i 45 Ye Li; 12 0 12 0 32 0. 54 6.Q" 6.0" 6 0 6.W' LOAD (a f} Spans Up 5'-0" Spans:-5prns UP,T4 b •B" Up TO 7 6 Spans' Up o 8.4."- Spans Up To 9 2' o� 3J4 PAN LMATE {P.USOR FEMALE)x I-!/4• EMEED 33 12:D'• 12.6" 120' 12�0" 120" 3g 12.6" 12.0 12.0" 12.0" d5 `.72:0".. Y2.0" 12.0 i2.o" 12.0" 54 I•'�.� pt{ �� m 1/4 kb 8 STA1N(FSS.STEEL!' HANGER EDLTx2 EMBED rEMBEb.�. 33 j8 120• 124" 32 0" 320` 12 0 120 12 0 120' 12 0. 120. 44 120" 120' ^120 120� 120 �4